package com.siwei.mes.entity.laboratory.concrete;


import com.siwei.mes.entity.laboratory.BaseData;
import io.swagger.annotations.ApiModel;
import io.swagger.annotations.ApiModelProperty;
import lombok.Data;
import lombok.experimental.Accessors;

import javax.persistence.Transient;
import java.util.Date;

@Data
@Accessors(chain = true)
@ApiModel(value = "DataConcreteKs", description = "上海协会混凝土抗折")
public class DataConcreteKz extends BaseData {

    @Transient
    @ApiModelProperty(value = "结果")
    private String conclusion;

    @Transient
    @ApiModelProperty(value = "宽度1")
    private String width1;

    @Transient
    @ApiModelProperty(value = "高度1")
    private String high1;

    @Transient
    @ApiModelProperty(value = "检测前状态1")
    private String detectionOfPre1;

    @Transient
    @ApiModelProperty(value = "支撑距离1")
    private String supportDistance1;

    @Transient
    @ApiModelProperty(value = "损伤载荷1")
    private String damageToLoad1;

    @Transient
    @ApiModelProperty(value = "抗弯强度1")
    private String flexuralStrength1;

    @Transient
    @ApiModelProperty(value = "断裂面位置1")
    private String fractureSurfacesPosition1;

    @Transient
    @ApiModelProperty(value = "检测后状态1")
    private String afterDetection1;

    @Transient
    @ApiModelProperty(value = "宽度2")
    private String width2;

    @Transient
    @ApiModelProperty(value = "高度2")
    private String high2;

    @Transient
    @ApiModelProperty(value = "检测前状态2")
    private String detectionOfPre2;

    @Transient
    @ApiModelProperty(value = "支撑距离2")
    private String supportDistance2;

    @Transient
    @ApiModelProperty(value = "损伤载荷2")
    private String damageToLoad2;

    @Transient
    @ApiModelProperty(value = "抗弯强度2")
    private String flexuralStrength2;

    @Transient
    @ApiModelProperty(value = "断裂面位置2")
    private String fractureSurfacesPosition2;

    @Transient
    @ApiModelProperty(value = "检测后状态2")
    private String afterDetection2;

    @Transient
    @ApiModelProperty(value = "宽度3")
    private String width3;

    @Transient
    @ApiModelProperty(value = "高度3")
    private String high3;

    @Transient
    @ApiModelProperty(value = "检测前状态3")
    private String detectionOfPre3;

    @Transient
    @ApiModelProperty(value = "支撑距离3")
    private String supportDistance3;

    @Transient
    @ApiModelProperty(value = "损伤载荷3")
    private String damageToLoad3;

    @Transient
    @ApiModelProperty(value = "抗弯强度3")
    private String flexuralStrength3;

    @Transient
    @ApiModelProperty(value = "断裂面位置3")
    private String fractureSurfacesPosition3;

    @Transient
    @ApiModelProperty(value = "检测后状态3")
    private String afterDetection3;

    @Transient
    @ApiModelProperty(value = "Xsws")
    private int xsws;

    @Transient
    @ApiModelProperty(value = "平均抗弯强度")
    private String averageFlexuralStrength;

    @Transient
    @ApiModelProperty(value = "等效标准强度")
    private String equivalentToTheStandardIntensity;

    @Transient
    @ApiModelProperty(value = "完全符合设计强度")
    private String fullyMeetTheDesignStrength;

    @Transient
    @ApiModelProperty(value = "BZZ")
    private String bzz;


}
